Mikroplastik i mezoplastik w wybranych wodach płynących na obszarze aglomeracji krakowskiej

• Autorzy: Dacewicz Ewa , Bergel Tomasz , Łobos-Moysa Ewa , Moraczewska-Majkut Katarzyna , Nocoń Witold K.

Identyfikatory

DOI

10.36119/15.2022.9.5

Warianty tytułu

EN

Microplastic and mesoplastic in selected waters flowing in the Kraków agglomeration

• Języki publikacji: PL

Abstrakty

PL

W pracy dokonano oceny występowania cząstek plastiku w zastoiskach Wisły, przepływającej przez aglomerację krakowską. W pobranych próbkach wód określono obecność plastikowych zanieczyszczeń z uwzględnieniem ich pochodzenia, wielkości, koloru i kształtu. We wszystkich badanych zastoiskach stwierdzono obecność zarówno pierwotnych, jak i wtórnych cząstek tworzyw sztucznych. Na podstawie wielkości drobin plastiku wyróżniono dwie główne jego grupy: mikroplastik i mezoplastik. Ze względu na kolor drobin wyróżniono sześć głównych grup: biały, czarny, czerwony, niebieski, szary i inny. Pod kątem kształtu, cząstki tworzyw sztucznych zakwalifikowano do pięciu grup tj. folia, granulki, płatki, skrawki i włókna.

EN

In the article, the assessment of the occurrence of plastic particles in the reservoirs of the Vistula River flowing through the Krakow agglomeration was made. In the collected water samples, the presence of plastic particles according to their origin, size, color and shape was determined. The presence of plastic particles in all the tested stagnations was found. Based on the size, two main groups were distinguished, i.e. microplastic and mesoplastic. Due to the color of the particles, six main groups of plastic are distinguished: white, black, red, blue, gray and others. In terms of shape, the plastic particles are classified into five groups, i.e. foil, granules, flakes, scraps and fibers.

Słowa kluczowe

PL

mikroplastik; mezoplastik; wody powierzchniowe; zastoisko

EN

microplastic; mesoplastic; surface water; stagnation

• Wydawca: Ośrodek Informacji "Technika instalacyjna w budownictwie''
• Czasopismo: Instal
• Rocznik: 2022
• Tom: nr 9
• Strony: 43--47
• Opis fizyczny: Bibliogr. 36 poz., fot., rys.

Twórcy

autor

Dacewicz Ewa

• Katedra Inżynierii Sanitarnej i Gospodarki Wodnej, Wydział Inżynierii Środowiska i Geodezji, Uniwersytet Rolniczy im. Hugona Kołłątaja w Krakowie

• https://orcid.org/0000-0003-2167-8091

autor

Bergel Tomasz

• Katedra Inżynierii Sanitarnej i Gospodarki Wodnej, Wydział Inżynierii Środowiska i Geodezji, Uniwersytet Rolniczy im. Hugona Kołłątaja w Krakowie

• https://orcid.org/0000-0003-0475-112X

autor

Łobos-Moysa Ewa

• Katedra Inżynierii Wody i Ścieków, Wydział Inżynierii Środowiska i Energetyki, Politechnika Śląska w Gliwicach

• https://orcid.org/0000-0001-8180-7903

autor

Moraczewska-Majkut Katarzyna

• Katedra Inżynierii Wody i Ścieków, Wydział Inżynierii Środowiska i Energetyki, Politechnika Śląska w Gliwicach

• https://orcid.org/0000-0002-3888-6199

autor

Nocoń Witold K.

• Katedra Inżynierii Wody i Ścieków, Wydział Inżynierii Środowiska i Energetyki, Politechnika Śląska w Gliwicach

• https://orcid.org/0000-0002-4404-8108

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)